Directorate Of Municipal Administration Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Directorate Of Municipal Administration - DMA Tender
Civil And Construction
Road Construction
Excavation
Opening Date16 Dec 2024
Closing Soon31 Dec 2024
Tender Amount₹ 1,14,37,859.46
Costs
EMD
₹ 1,93,000Document Cost
Refer DocumentsTender Fee
₹ 2,860
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT21093/CALL-2Tender No
DMA/2024-25/OW/WORK_INDENT21093/CALL-2Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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V 3 Page no 17 Item No 3.6 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
303.98
507
154358.0042
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V 3 Page no 23 Item No 4.1(V) - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material
132.3
2561
338901.003
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V 3 Page no 49 Item No 6.1 - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing
132.3
5067
670443.48
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V3 Page No.149. Item No.16.28 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
252
6956
1753068.24
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V5 Page no 198 Item No 16.28.1 - Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.Upto 0.60m depth
8
16852
134822.88
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V 3 Page no 26 Item No 4.17 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density
31.5
2635
83026.755
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V 3 Page no 51 Item No 6.8.1 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification
157.5
1100
173256.3
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V 3 Page no 67 Item No 8.15 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
94.5
545
51587.55
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V 3 Page no 74 Item No.8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
229
375
86092.55
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V 3 Page no 65 Item No.8.7 - Direction and Place Identification Signs upto 0.9 m2 Size oard.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed overaluminium sheeting, 2 mm thick or Aluminium composite aterial sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
1
9280
9280.3
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V 3 Page no 54 Item No.8.5 XII - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.Chervon Signboard - 600x450mm Type XI
1
4350
4350.72
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V1 Page no 8 Item No 1.4.1 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.
51.41
249
12814.4566
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V1 Page no 15 Item No 2.1.2 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates
46.93
5833
273785.8656
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V1 Page no 16 Item No 2.4.2 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
165.36
8792
1453866.6168
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V1 Page no 18 Item No 2.11 h - Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.
13.274
81381
1080255.77442
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V3 Page no 80 Item No 8.58 - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications- 450mm dia
180.6
1388
250752.264
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V 1 Page no 10 Item No 1.17.1 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. - All kinds of soils. Depth upto 1.50 m
288.79
269
77932.8694
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V 5 Page no 120 Item No 10.14.10 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6 Kg/m2
630
265
167416.2
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V 1 Page no 7 Item No 1.10 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications
288.79
164
47592.592
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V4 Page no 104 Item No 8.24.2 - Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. - In slussy condition
183.96
366
67454.4528
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V4 Page no 130 Item No1.8 - Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification
81.76
1316
107623.9584
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V1 Page no 7 Item No 1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
43.8
273
12000.324
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V 3 Page no 17 Item No 3.1 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
140.16
87
12271.008
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V 4 Page no 129 Item No 1.1 - Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification
80
347
27768.8
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V 5 Page no 139 Item No 21.1.1 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300/330 PSIG & above 1100/1200 CMF & above in all strata including over burdern upto 20 m, preparing and submitting strata chart/Borelog. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, to the work sport, hire and running charges of all equipments, tools, plants, and machineries required for the job, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete ) - 0.00 to 50.00 mtr
150
381
57165
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V 5 Page no 139 Item No 12.1.2 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300/330 PSIG & above 1100/1200 CMF & above in all strata including over burdern upto 20 m, preparing and submitting strata chart/Borelog. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, to the work sport, hire and running charges of all equipments, tools, plants, and machineries required for the job, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete ) - 50.00 to 100.00 mtrs
150
477
71688
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V 5 Page no 139 Item No 12.1.3 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300/330 PSIG & above 1100/1200 CMF & above in all strata including over burdern upto 20 m, preparing and submitting strata chart/Borelog. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, to the work sport, hire and running charges of all equipments, tools, plants, and machineries required for the job, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete ) - 100.00 to 150.00 mtrs
150
507
76168.5
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V 5 Page no 139 Item No 12.1.4 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300/330 PSIG & above 1100/1200 CMF & above in all strata including over burdern upto 20 m, preparing and submitting strata chart/Borelog. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, to the work sport, hire and running charges of all equipments, tools, plants, and machineries required for the job, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete ) - 150.00 to 200.00 mtrs
150
589
88374
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V 5 Page no 139 Item No 12.1.5 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300/330 PSIG & above 1100/1200 CMF & above in all strata including over burdern upto 20 m, preparing and submitting strata chart/Borelog. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, to the work sport, hire and running charges of all equipments, tools, plants, and machineries required for the job, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete ) - 200.00 to 250.00 mtrs
150
691
103669.5
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V 5 Page no 139 Item No 12.1.6 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300/330 PSIG & above 1100/1200 CMF & above in all strata including over burdern upto 20 m, preparing and submitting strata chart/Borelog. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, to the work sport, hire and running charges of all equipments, tools, plants, and machineries required for the job, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete ) - 250.00 to 300.00 mtrs
150
762
114330
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V 5 Page no 139 Item No 12.1.7 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300/330 PSIG & above 1100/1200 CMF & above in all strata including over burdern upto 20 m, preparing and submitting strata chart/Borelog. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, to the work sport, hire and running charges of all equipments, tools, plants, and machineries required for the job, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete ) - 300.00 & 350 mtrs
150
894
134106
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V 5 Page no 139 Item No 12.1.8 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300/330 PSIG & above 1100/1200 CMF & above in all strata including over burdern upto 20 m, preparing and submitting strata chart/Borelog. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, to the work sport, hire and running charges of all equipments, tools, plants, and machineries required for the job, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete ) - 350.00 & 400 mtrs
150
965
144766.5
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V 5 Page no 143 Item No 12.32 - Supply of ISI mark 175mm nominal bore, plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices
include Collar-Medium duty.
90
1990
179189.1
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V 5 Page no 143 Item No 12.33 - Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments
3
154
463.5
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V 5 Page no 143 Item No 12.34 - Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge
3
168
506.76
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V 5 Page no 140 Item No 12.7 - Logging / scanning of borewell at any depth continuously with the help of Logger unit including the cost of transportation charges, crew charges, stationery charges and cost of consumables etc.
3
3784
11352.66
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V 5 Page no 140 Item No 12.4 - Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe equired to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test ect complete
3
5446
16339.92
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V 5 Page no 153 Item No 13.20.4 - Providing, supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work.
3
81272
243816.45
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V 5 Page no 127 Item No 11.2.6 - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing)For Medium Duty GI pipe:50mm
1200
601
721824
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V 5 Page no 154 Item No 13.22.4 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. - 1x3x6 Sqmm
2415
190
460178.25
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V 5 Page no 154 Item No 13.25 - Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments - 50mm
3
1287
3862.5
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V 5 Page no 129 Item No 11.7.6 - Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any - 50mm
6
275
1650.06
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V 5 Page no 131 Item No 11.12.6 - Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any - - 50mm
3
275
825.03
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V 5 Page no 155 Item No 12.23.3 - Supply, installing, testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online 2) S-D- Star Delta Starter- Control Panel Upto 15 HP
3
16377
49131
... More
V 5 Page no 156 Item No 11.38.2 - Providing, Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work - 3.5x10 Sqmm
90
463
41715
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V 5 Page no 157 Item No 13.39 - Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pi The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.
3
3862
11587.5
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V 5 Page no 156 Item No 13.32 - Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and uipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.
3
6695
20085
... More
V 5 Page no 156 Item No 13.34 - Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work.
3
1493
4480.5
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